Broschüre Schalungen e
Broschüre Schalungen e
Broschüre Schalungen e
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Deflection [mm]<br />
Deflection [mm]<br />
6,0<br />
5,0<br />
4,0<br />
3,0<br />
2,0<br />
1,0<br />
SPAN TABLE<br />
Single-span beam<br />
0,0<br />
0,0 5,0 10,0 15,0 20,0 25,0<br />
Capacity [kN/m]<br />
Multi-span beam<br />
4,0<br />
3,5<br />
3,0<br />
2,5<br />
2,0<br />
1,5<br />
1,0<br />
0,5<br />
0,0<br />
0,0 2,5 5,0 7,5 10,0 12,5 15,0 17,5 20,0<br />
Capacity [kN/m]<br />
Sample calculation<br />
Version 1 / 2011<br />
l = 1,25 m<br />
l = 1,50 m<br />
l = 1,75 m<br />
l = 2,00 m<br />
l = 2,25 m<br />
l = 2,50 m<br />
l = 2,75 m<br />
permissible M<br />
permissible Q<br />
permissible f<br />
Table 1: Crossbeams<br />
Distance between crossbeams (m)<br />
HT 24plus<br />
Table 2: Main beams<br />
Selected distance between main beams (m)<br />
0.5 0.625 0.675 0.75 1 1.25 1.5 1.75 2 2.25 2.5 3 3.5<br />
Floor thickness Total load<br />
cm<br />
KN / m2 Max. support width of crossbeam<br />
Max. permissible support width<br />
= Max. distance between main beams<br />
= Distance between supports<br />
16 6.16 3.71 3.44 3.36 3.24 2.91 2.60 2.37 2.20 2.05 1.88 1.69 1.41 1.21<br />
18 6.68 3.58 3.33 3.24 3.13 2.79 2.50 2.28 2.11 1.95 1.73 1.56 1.30 1.11<br />
20 7.20 3.47 3.22 3.14 3.03 2.69 2.40 2.19 2.03 1.81 1.60 1.44 1.20 1.03<br />
22 7.72 3.37 3.13 3.05 2.94 2.60 2.32 2.12 1.92 1.68 1.50 1.35 1.12 0.96<br />
24 8.24 3.28 3.05 2.97 2.87 2.51 2.25 2.05 1.80 1.58 1.40 1.26 1.05 0.90<br />
26 8.76 3.20 2.97 2.90 2.80 2.44 2.18 1.98 1.70 1.48 1.32 1.19 0.99 0.85<br />
28 9.28 3.13 2.90 2.83 2.73 2.37 2.12 1.87 1.60 1.40 1.25 1.12 0.93 0.80<br />
30 9.80 3.06 2.84 2.77 2.66 2.30 2.06 1.77 1.52 1.33 1.18 1.06 0.88 0.76<br />
32 10.37 3.00 2.78 2.71 2.59 2.24 2.00 1.67 1.43 1.25 1.11 1.00 0.84 0.72<br />
34 10.94 2.94 2.73 2.65 2.52 2.18 1.90 1.58 1.36 1.19 1.06 0.95 0.79 0.68<br />
36 11.51 2.89 2.68 2.59 2.45 2.13 1.81 1.51 1.29 1.13 1.00 0.90 0.75 0.65<br />
38 12.08 2.84 2.62 2.53 2.40 2.07 1.72 1.43 1.23 1.08 0.96 0.86 0.72 0.61<br />
40 12.65 2.80 2.56 2.47 2.34 2.03 1.64 1.37 1.17 1.03 0.91 0.82 0.69 0.59<br />
45 14.08 2.69 2.43 2.34 2.22 1.85 1.48 1.23 1.06 0.92 0.82 0.74 0.62 0.53<br />
50 15.50 2.59 2.32 2.23 2.11 1.68 1.34 1.12 0.96 0.84 0.75 0.67 0.56 0.48<br />
55 16.93 2.48 2.22 2.13 2.02 1.54 1.23 1.02 0.88 0.77 0.68 0.61 0.51 0.44<br />
60 18.35 2.38 2.13 2.05 1.89 1.42 1.13 0.94 0.81 0.71 0.63 0.57 0.47 0.40<br />
65 19.78 2.29 2.05 1.95 1.75 1.31 1.05 0.88 0.75 0.66 0.58 0.53 0.44 0.38<br />
70 21.20 2.21 1.96 1.82 1.64 1.23 0.98 0.82 0.70 0.61 0.55 0.49 0.41 0.35<br />
75 22.50 2.15 1.85 1.71 1.54 1.16 0.92 0.77 0.66 0.58 0.51 0.46 0.39 0.33<br />
80 23.80 2.09 1.75 1.62 1.46 1.09 0.87 0.73 0.62 0.55 0.49 0.44 0.36 0.31<br />
85 25.10 2.04 1.66 1.53 1.38 1.04 0.83 0.69 0.59 0.52 0.46 0.41 0.35 0.30<br />
90 26.40 1.97 1.58 1.46 1.31 0.98 0.79 0.66 0.56 0.49 0.44 0.39 0.33 0.28<br />
95 27.70 1.88 1.50 1.39 1.25 0.94 0.75 0.63 0.54 0.47 0.42 0.38 0.31 0.27<br />
100 29.00 1.79 1.43 1.33 1.20 0.90 0.72 0.60 0.51 0.45 0.40 0.36 0.30 0.26<br />
Required: Distance between main beams and between supports<br />
Available: 36 cm concrete thickness with total load of 11.51 kN/m 2<br />
Selected: Distance between crossbeams of 0.75 m<br />
Result: 2.45 m distance between main beams<br />
(select next larger distance between main beams, here 2.5 m)<br />
0.90 m distance between supports (check carrying capacity of supports)<br />
Mayr-Melnhof Kaufmann 15